A platform for research: civil engineering, architecture and urbanism
Calcium Nitrite as a Corrosion Inhibitor in Reinforced Concrete Bridge Decks
The use of calcium nitrite as a corrosion-inhibiting admixture in reinforced concrete has been studied on two bridges - the Kentucky 152 Bridge in Washington County and the Gose Road Bridge in Boyle County. Calcium nitrite was added to concrete used in the slabs, diaphrams and barriers of the KY 152 bridge and only in the slab of the Good Road bridge. Construction of both structures was monitored in the fall of 1986. Placement of concrete on both bridges was satisfactory; however, problems were experienced in finishing the concrete. Half-cell, corrosion-potential tests were conducted on both bridge decks in March 1987. Those tests revealed no active corrosion in either bridge. In July 1987, corrosion-potential and polarization-resistance tests were performed using stainless-steel reference electrodes buried in concrete across the deck of the Gose Road bridge. Those tests revealed that reinforcing steel in the bridge was in a passive stage and that no active corrosion was occurring. Recommendations are included on remedying concrete-finishing problems. It is recommended that other experimental bridges be constructed using calcium nitrite.
Calcium Nitrite as a Corrosion Inhibitor in Reinforced Concrete Bridge Decks
The use of calcium nitrite as a corrosion-inhibiting admixture in reinforced concrete has been studied on two bridges - the Kentucky 152 Bridge in Washington County and the Gose Road Bridge in Boyle County. Calcium nitrite was added to concrete used in the slabs, diaphrams and barriers of the KY 152 bridge and only in the slab of the Good Road bridge. Construction of both structures was monitored in the fall of 1986. Placement of concrete on both bridges was satisfactory; however, problems were experienced in finishing the concrete. Half-cell, corrosion-potential tests were conducted on both bridge decks in March 1987. Those tests revealed no active corrosion in either bridge. In July 1987, corrosion-potential and polarization-resistance tests were performed using stainless-steel reference electrodes buried in concrete across the deck of the Gose Road bridge. Those tests revealed that reinforcing steel in the bridge was in a passive stage and that no active corrosion was occurring. Recommendations are included on remedying concrete-finishing problems. It is recommended that other experimental bridges be constructed using calcium nitrite.
Calcium Nitrite as a Corrosion Inhibitor in Reinforced Concrete Bridge Decks
T. Hopwood (author) / D. Q. Hunsucker (author) / E. E. Courtney (author)
1988
36 pages
Report
No indication
English
Chloride-induced corrosion of reinforced concrete bridge decks
British Library Online Contents | 2002
|Chloride-induced corrosion of reinforced concrete bridge decks
Online Contents | 2002
|Chloride-induced corrosion of reinforced concrete bridge decks
Tema Archive | 2002
|Testing Calcium Nitrite Corrosion Inhibitor in Concrete
British Library Conference Proceedings | 2002
|